Discussion of “Single Piles in Lateral Spreads: Field Bending Moment Evaluation” by Ricardo Dobry, Tarek Abdoun, Thomas D. O’Rourke, and S.H. Goh
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 4
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References
Abdoun, T., Dobry, R., O’Rourke, T. D., and Goh, S. H. (2003). “Pile response to lateral spreads: Centrifuge modeling.” J. Geotech. Geoenviron. Eng., 129(10), 869–878.
Bhattacharya, S., and Bolton, M. D. (2004). “A fundamental omission in seismic pile design leading to collapse.” Proc., 11th Int. Conf. Soil Dynamics Earthquake Engineering, 3rd Int. Conf. Earthquake Geotechnical Engineering, Univ. of California, Berkeley, Calif.
Boulanger, R. W., Kutter, B. L., Brandenberg, S. J., Singh, P., and Chang, D. (2003). Pile foundations in liquefied and laterally spreading ground during earthquakes: Centrifuge experiments and analyses. Rep. UCD/CGM-03/01, Center for Geotechnical Modeling, Univ. of California, Davis, Calif.
Haigh, S. K. (2002). “Effects of earthquake-induced liquefaction on pile foundations in sloping ground.” PhD dissertation, Cambridge Univ., Cambridge, U.K.
Reese, L. C., Wang, S. T., Isenhower, W. M., Arrelaga, J. A., and Hendrix, J. A. (2000). “LPILE Plus Verion 4.0m, Ensoft, Inc. Austin, Tex.
Wilson, D. W., Boulanger, R. W., and Kutter, B. L. (2000). “Observed seismic lateral resistance of liquefying sand.” J. Geotech. Geoenviron. Eng., 126(10), 898–906.
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© 2005 ASCE.
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Published online: Apr 1, 2005
Published in print: Apr 2005
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